JPH06146406A - Girder connection structure - Google Patents
Girder connection structureInfo
- Publication number
- JPH06146406A JPH06146406A JP31950292A JP31950292A JPH06146406A JP H06146406 A JPH06146406 A JP H06146406A JP 31950292 A JP31950292 A JP 31950292A JP 31950292 A JP31950292 A JP 31950292A JP H06146406 A JPH06146406 A JP H06146406A
- Authority
- JP
- Japan
- Prior art keywords
- girder
- joint
- span
- end surface
- bracket
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
Description
【０００１】[0001]
【産業上の利用分野】本発明は、建築躯体工事における
大梁の仕口構造に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a girder joint structure in construction of a building structure.
【０００２】[0002]
【従来技術およびその問題点】旧来の柱・大梁仕口ブラ
ケット同士のスパン長を作業員が調整して大梁を位置決
めする建方は、作業に手間取るだけでなく、危険を伴う
高所作業でもあったことから、最近、人手を煩わすこと
なく簡単に位置決め可能な大梁仕口構造が開発されつつ
ある。[Prior Art and its Problems] The conventional method of positioning the girder by adjusting the span length between the pillar and girder joint brackets by a worker is not only labor-intensive, but also dangerous work in high places. For this reason, a girder joint structure has recently been developed that can be easily positioned without the need for manpower.
【０００３】例えば、特開平４−１１８４３５号公報に
は、上部が柱・大梁仕口ブラケット側に、下部が大梁側
に傾斜した接合端面を有する大梁仕口構造であって、柱
・大梁仕口ブラケットの下部からガイド穴を具えて大梁
側に突設された大梁支持部材に、先端が柱・大梁仕口ブ
ラケット側に傾斜したガイドピンを下面に具えた大梁を
落とし込み、ガイドピンをガイド穴に挿通して位置決め
する大梁仕口構造が開示されている。For example, in Japanese Patent Laid-Open No. 4-118435, there is a girder joint structure in which an upper part has a joining end face inclined toward the girder side and a lower part has a joining end face. From the bottom of the bracket to the girder support member that is provided with a guide hole on the girder side, drop the girder with the guide pin whose bottom end is inclined toward the pillar / girder joint bracket side into the girder, and insert the guide pin into the guide hole. A girder joint structure for insertion and positioning is disclosed.
【０００４】上記構造において、対向設置した仕口ブラ
ケット間に大梁を上方から落とし込むことによって、ス
パンが短いときには、大梁の接合端面が仕口ブラケット
の接合端面に当接してスパンを押し広げることができ、
一方、スパンが長いときには、ガイドピンの傾斜部分が
ガイド穴に嵌入して、スパンを引き寄せることができ
る。従って、柱・大梁仕口ブラケット間のスパン調整を
大梁の建入と同時に行い得るが、スパンと直交する方向
の位置決めについては、依然として、人手や機械に頼ら
ざるを得ない。In the above structure, by dropping the girder from above between the facing brackets installed oppositely, when the span is short, the joining end face of the girder can abut the joining end face of the joining bracket to spread the span. ,
On the other hand, when the span is long, the inclined portion of the guide pin fits into the guide hole and the span can be pulled. Therefore, the span between the pillar and girder joint brackets can be adjusted at the same time as the girder is installed, but the positioning in the direction orthogonal to the span still has to rely on manpower or machines.
【０００５】[0005]
【発明の目的】この発明は、大梁の建入と同時に柱・大
梁仕口ブラケット間のスパン調整とスパン直交方向の位
置決めを行うことのできる大梁仕口構造を提供すること
を目的とするものである。SUMMARY OF THE INVENTION It is an object of the present invention to provide a girder joint structure capable of adjusting span between pillar and girder joint brackets and positioning in the direction orthogonal to the span at the same time as construction of the girder. is there.
【０００６】[0006]
【構成】本発明は、上部が柱・大梁仕口ブラケット側
に、下部が大梁側に傾斜した接合端面を有する大梁仕口
構造であって、前記仕口ブラケットの上フランジには、
前記大梁の接合端面と摺接して大梁の位置ずれを修正可
能なガイドが形成された上部支持板を大梁側に突設する
と共に、該上部支持板または、前記仕口ブラケットの下
フランジから大梁側に突設した下部支持板のいずれかに
嵌合孔を穿設し、前記大梁の上フランジまたは下フラン
ジのいずれかの下面に設けられ、先端が前記仕口ブラケ
ット側に傾斜したガイドピンを前記嵌合孔に嵌入してな
るものである。[Structure] The present invention is a girder joint structure having an upper part on a pillar / girder joint bracket side and a lower part having a joining end surface inclined to the girder side, wherein the upper flange of the joint bracket is
An upper support plate on which a guide capable of correcting the displacement of the girder is formed by sliding contact with the joint end surface of the girder is projected on the girder side, and the upper support plate or the lower flange of the connection bracket is connected to the girder side. A fitting hole is formed in one of the lower support plates projecting from the upper end of the girder, and the guide pin is provided on the lower surface of either the upper flange or the lower flange of the girder, and the tip of which is inclined toward the joint bracket. It is fitted in the fitting hole.
【０００７】また、本発明の大梁仕口構造は更に、前記
下部支持板の上面に、前記大梁の下フランジを大梁と直
交する方向から固定する停止片を設けてなるものであ
る。Further, in the girder joint structure of the present invention, a stop piece for fixing the lower flange of the girder in a direction orthogonal to the girder is further provided on the upper surface of the lower support plate.
【０００８】[0008]
【作用】対向する仕口ブラケット間のスパンより、大梁
の方が長い場合には、大梁を吊り降ろしていくと、大梁
の接合端面が仕口ブラケット側のガイドに案内されて、
仕口ブラケットの接合端面と大梁の接合端面とが真正面
から対向するようになり、大梁はスパン直交方向の位置
ずれを修正される。[Operation] When the girder is longer than the span between the facing joint brackets, when the girder is suspended, the joint end face of the girder is guided by the guide on the joint bracket side,
The joint end surface of the joint bracket and the joint end surface of the girder are opposed to each other from the front directly, and the girder is corrected for misalignment in the span orthogonal direction.
【０００９】大梁を更に降下させていくと、仕口ブラケ
ットの接合端面と大梁の接合端面とが当接し、大梁の接
合端面が仕口ブラケットの接合端面を押圧して、仕口ブ
ラケット間のスパンを押し広げ、所定の間隔に調整す
る。このとき、大梁は接合端面を仕口ブラケットの接合
端面に当接しながら仕口ブラケット間に建入れられ、大
梁のガイドピンが嵌合孔にスムーズに嵌合し、同時に、
大梁の上下フランジの両端部は上部または下部支持板に
よって支持される。When the girder is further lowered, the joint end face of the joint bracket and the joint end face of the girder contact each other, the joint end face of the girder presses the joint end face of the joint bracket, and the span between the joint brackets is increased. Push to spread and adjust to the specified interval. At this time, the girder is installed between the joint brackets with the joint end surface abutting the joint end surface of the joint bracket, the guide pin of the girder smoothly fits into the fitting hole, and at the same time,
Both ends of the upper and lower flanges of the girder are supported by upper or lower support plates.
【００１０】一方、仕口ブラケット間のスパンより大梁
の方が短い場合には、前記と同様に大梁のスパン直交方
向の位置ずれを修正した後、大梁は仕口ブラケットの接
合端面に当接することなく上部または下部支持板のレベ
ルまで降下し、ガイドピンの先端部が嵌合孔に挿入され
始める。大梁を更に降下していくと、ガイドピンが嵌合
孔に係合して、対向する仕口ブラケットを大梁寄りに引
き寄せる。そして、ガイドピンと嵌合孔とが完全に嵌合
した後、大梁の上下フランジの両端部が上部または下部
支持板によって支持される。On the other hand, when the girder is shorter than the span between the joint brackets, the girder should be brought into contact with the joint end face of the joint bracket after correcting the positional deviation of the girder in the span orthogonal direction in the same manner as described above. Without lowering to the level of the upper or lower support plate, the tip of the guide pin begins to be inserted into the fitting hole. When the girder is further lowered, the guide pin engages with the fitting hole to pull the facing bracket toward the girder. Then, after the guide pin and the fitting hole are completely fitted, both ends of the upper and lower flanges of the girder are supported by the upper or lower support plate.
【００１１】また、大梁の上下フランジの両端部が上部
または下部支持板によって支持されたときには、大梁の
下フランジが停止片により係止される。When both ends of the upper and lower flanges of the girder are supported by the upper or lower support plates, the lower flange of the girder is locked by the stop piece.
【００１２】[0012]
【実施例】以下、本発明の好ましい実施例を図面に基づ
いて説明する。図１は、建入れ前の大梁仕口構造の斜視
図であり、柱・大梁仕口ブラケット１０及び大梁３０の
各接合端面１１、３１は、上部を仕口ブラケット１０側
に、下部を大梁３０側に傾斜させた構造を採用してい
る。なお、以下の説明において、仕口ブラケット１０及
び大梁３０の各接合端面１１、３１寄りを、前部および
前端部などといい、その反対側を後部、後端部などと称
す。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT A preferred embodiment of the present invention will be described below with reference to the drawings. FIG. 1 is a perspective view of a girder joint structure before installation, in which the joint end surfaces 11 and 31 of the pillar / girder joint bracket 10 and the girder 30 have an upper portion on the joint bracket 10 side and a lower portion on the girder 30 side. The structure that is inclined to the side is adopted. In the following description, the joint end faces 11 and 31 of the joint bracket 10 and the girder 30 are referred to as the front portion and the front end portion, and the opposite sides are referred to as the rear portion and the rear end portion.
【００１３】仕口ブラケット１０の上フランジ１２の前
端部下面には、支持板１３が大梁３０側にその一部を突
出させて固着されている。支持板１３の前部はＶ字形に
切り込み、該Ｖ字形の傾斜辺１５、１５によってガイド
を形成し、該Ｖ字形の基部（後端部）１６はストッパー
とする。支持板１３において、前記Ｖ字形の切り込みを
挟んだ左右両側には、前後方向の長さが左右方向の長さ
より長い嵌合孔１８、１８を穿設する。A support plate 13 is fixed to the lower surface of the front end portion of the upper flange 12 of the finish bracket 10 with a part thereof protruding toward the girder 30 side. The front portion of the support plate 13 is cut into a V shape, the V-shaped inclined sides 15, 15 form a guide, and the V-shaped base portion (rear end portion) 16 serves as a stopper. Fitting holes 18, 18 having a length in the front-rear direction longer than the length in the left-right direction are formed on both left and right sides of the V-shaped cut in the support plate 13.
【００１４】仕口ブラケット１０の下フランジ２２の前
端部下面には、支持板２３が大梁３０側にその一部を突
出させて固着され、該支持板２３の前端部上面には、左
右対称位置に停止片２４、２４が植設されている。停止
片２４、２４は、内側に向かって傾斜するガイド辺２５
を有し、大梁３０の建入れ時に、このガイド辺２５が大
梁３０の下フランジ３３を案内する。A support plate 23 is fixed to the lower surface of the front end portion of the lower flange 22 of the finish bracket 10 by projecting a part thereof toward the girder 30 side. Stop pieces 24, 24 are planted in the. The stop pieces 24, 24 have guide sides 25 inclined inward.
The guide side 25 guides the lower flange 33 of the girder 30 when the girder 30 is installed.
【００１５】大梁３０の上フランジ３２の前端部下面に
は、前記嵌合孔１８、１８に嵌入可能なガイドピン３
４、３４を設ける。ガイドピン３４は後部から前部下方
に傾斜する傾斜辺３５を有している。On the lower surface of the front end of the upper flange 32 of the girder 30, a guide pin 3 which can be fitted into the fitting holes 18, 18 is provided.
4, 34 are provided. The guide pin 34 has an inclined side 35 that inclines downward from the rear part to the front part.
【００１６】続いて、上記大梁仕口構造の作用を説明す
る。本構造はスパン間隔の調整作用とスパン直交方向の
位置決め調整作用を有しており、先ず、前者について説
明する。Next, the operation of the girder joint structure will be described. This structure has a span interval adjusting action and a span orthogonal direction adjusting action. First, the former will be described.
【００１７】対向する仕口ブラケット１０、１０間のス
パンより、大梁３０が若干長い場合には、図２（ａ）に
示すように、ワイヤーロープ４０等により懸垂した大梁
３０を水平状態を保持しつつ徐々に降下させていくと、
先ず、大梁３０の接合端面３１が仕口ブラケット１０側
の傾斜辺１５、１５にガイドされて、仕口ブラケット１
０の接合端面１１と大梁３０の接合端面３１とが当接す
るようになる。When the girder 30 is slightly longer than the span between the facing connection brackets 10 and 10, as shown in FIG. 2A, the girder 30 suspended by the wire rope 40 is kept horizontal. While gradually lowering,
First, the joint end surface 31 of the girder 30 is guided by the inclined sides 15, 15 on the side of the joint bracket 10, and the joint bracket 1
The joint end surface 11 of 0 and the joint end surface 31 of the girder 30 come into contact with each other.
【００１８】次いで、大梁３０の自重により、大梁３０
の接合端面３１および下フランジ３３の前端部が、仕口
ブラケット１０の接合端面１１を押圧して、仕口ブラケ
ット１０、１０間のスパンを押し広げ、所定の間隔に調
整する。而して、大梁３０のガイドピン３４が嵌合孔１
８にスムーズに嵌合して、大梁３０の上下フランジ３
２、３３の両端部が上下支持板１３、２３によって支持
される。Next, the weight of the girder 30 causes the girder 30 to move.
The joint end surface 31 and the front end portion of the lower flange 33 press the joint end surface 11 of the joint bracket 10 to spread the span between the joint brackets 10 and 10 and adjust the gap to a predetermined interval. Then, the guide pin 34 of the girder 30 is fitted into the fitting hole 1
8 fits smoothly on the upper and lower flanges 3 of the girder 30
Both ends of 2, 33 are supported by the upper and lower support plates 13, 23.
【００１９】一方、仕口ブラケット１０、１０間のスパ
ンより、大梁３０が幾分短い場合の位置決めにおいて
は、図２（ｂ）に示すように、大梁３０は仕口ブラケッ
ト１０の接合端面１１に当接することなく上下支持板１
３、２３のレベルまで吊り下げられ、ガイドピン３４の
先端部が嵌合孔１８に挿入され始める。On the other hand, in positioning when the girder 30 is somewhat shorter than the span between the joint brackets 10 and 10, the girder 30 is attached to the joint end surface 11 of the joint bracket 10 as shown in FIG. 2B. Upper and lower support plates 1 without contact
It is suspended to the level of 3 and 23, and the tip end portion of the guide pin 34 starts to be inserted into the fitting hole 18.
【００２０】図２（ｃ）は上部支持板１３部分を拡大し
て示す側面図であり、大梁３０を更に降下していくと、
ガイドピン３４の傾斜辺３５が、嵌合孔１８の周縁前端
部に摺接して、大梁３０の重量が仕口ブラケット１０、
１０を大梁３０寄りに引き寄せる。そして、ガイドピン
３４が嵌合孔１８に完全に嵌合し、大梁３０の上下フラ
ンジ３２、３３の両端部が上下支持板１３、２３によっ
て支持されたときには、仕口ブラケット１０と大梁３０
の両接合端面１１、３１が近接する。FIG. 2 (c) is an enlarged side view showing the upper support plate 13 portion. When the girder 30 is further lowered,
The inclined side 35 of the guide pin 34 is in sliding contact with the front end of the peripheral edge of the fitting hole 18, and the weight of the girder 30 reduces the weight of the joint bracket 10.
Pull 10 closer to the crossbeam 30. When the guide pin 34 is completely fitted into the fitting hole 18 and both ends of the upper and lower flanges 32 and 33 of the girder 30 are supported by the upper and lower support plates 13 and 23, the joint bracket 10 and the girder 30 are supported.
Both joint end surfaces 11 and 31 of 1 are close to each other.
【００２１】次に、スパン直交方向の位置決め調整作用
を図３により説明する。前記したように、ワイヤーロー
プ４０により懸垂した大梁３０をゆっくり吊り下げてい
くと、大梁３０の接合端面３１が傾斜辺１５、１５にガ
イドされ（図３（ａ））、仕口ブラケット１０の接合端
面１１と大梁３０の接合端面３１とが真正面から対向す
るようになる（図３（ｂ））。また、同時に、下部支持
板２３に固着した停止片２４のガイド辺２５も大梁３０
の下フランジ３３を所定位置（中央部）に案内する。Next, the positioning adjustment operation in the span orthogonal direction will be described with reference to FIG. As described above, when the girder 30 suspended by the wire rope 40 is slowly suspended, the joint end face 31 of the girder 30 is guided by the inclined sides 15 and 15 (FIG. 3A), and the joint bracket 10 is joined. The end face 11 and the joint end face 31 of the girder 30 face each other from the front (FIG. 3 (b)). At the same time, the guide side 25 of the stop piece 24 fixed to the lower support plate 23 is also attached to the girder 30.
The lower flange 33 is guided to a predetermined position (central portion).
【００２２】而して、大梁３０の上下フランジ３２、３
３の両端部が上下支持板１３、２３によって支持された
ときには、上部では、大梁３０の接合端面３１がストッ
パー１６により係止され、下部では、大梁３０の下フラ
ンジ３３が停止片２４、２４により係止される（図３
（ｃ））。このようにして、大梁３０はスパン直交方向
の位置ずれが修正されて、仕口ブラケット１０、１０間
に建込まれる。Thus, the upper and lower flanges 32, 3 of the girder 30.
When both ends of 3 are supported by the upper and lower support plates 13 and 23, the joint end surface 31 of the girder 30 is locked by the stopper 16 in the upper part, and the lower flange 33 of the girder 30 is stopped by the stop pieces 24 and 24 in the lower part. Locked (Fig. 3
(C)). In this way, the girder 30 is erected between the joint brackets 10 and 10 with the positional deviation in the span orthogonal direction being corrected.
【００２３】大梁３０を仮固定した後、溶接またはボル
ト止めにより仕口ブラケット１０と大梁３０とを緊結
し、コンクリート打設工程等に移る。After the girder 30 is temporarily fixed, the joint bracket 10 and the girder 30 are tightly connected to each other by welding or bolting, and a concrete placing step or the like is performed.
【００２４】本発明の大梁仕口構造において、ガイドピ
ン３４の設置位置や設置個数、並びにガイド１５、１５
の位置および形状に関し、様々な変形を施すことが可能
である。In the girder joint structure of the present invention, the installation position and number of the guide pins 34, and the guides 15, 15
Various modifications can be made to the position and shape of the.
【００２５】例えば、図４の斜視図に示す大梁仕口構造
では、嵌合孔１８′、１８′を上部支持板１３に設けず
に、代わりに下部支持板２３に設け、これと嵌合するガ
イドピン３４′、３４′を大梁３０の下フランジ３３の
前端部下面に設けている。また、前記実施例において下
部支持板２３上に設けた停止片２４、２４は省略してい
る。更に、停止片２４やガイドピン３４の形状、サイズ
等も大梁３０のサイズ、重量等に合わせて適宜変更可能
である。For example, in the girder joint structure shown in the perspective view of FIG. 4, the fitting holes 18 'and 18' are not provided in the upper support plate 13, but instead are provided in the lower support plate 23 and fitted therein. Guide pins 34 ', 34' are provided on the lower surface of the front end of the lower flange 33 of the girder 30. Further, the stop pieces 24, 24 provided on the lower support plate 23 in the above embodiment are omitted. Further, the shapes and sizes of the stop pieces 24 and the guide pins 34 can be appropriately changed according to the size and weight of the girder 30.
【００２６】[0026]
【効果】本発明に係る大梁仕口構造は、簡易な構造にも
拘らず対向設置した仕口ブラケット間に大梁を上方から
落とし込むだけで、スパン方向およびスパン直交方向の
位置決めを正確、且つ容易に行うことが可能となる。従
って、建込み作業の効率化および省力化に寄与するのみ
ならず、大梁を吊り込んだ後のクレーンの占有時間を短
縮することができ、稼働率が向上するという顕著な効果
を奏するものである。[Effect] Despite the simple structure, the girder joint structure according to the present invention enables accurate and easy positioning in the span direction and the span orthogonal direction only by dropping the girder from above between the joint brackets installed facing each other. It becomes possible to do. Therefore, it not only contributes to the efficiency and labor saving of the construction work, but also has the remarkable effect that the occupation time of the crane after suspending the large beam can be shortened and the operation rate is improved. .
【図１】建入れ前の大梁仕口構造の斜視図である。FIG. 1 is a perspective view of a girder joint structure before installation.
【図２】スパン間隔の調整作用を説明するための側面図
であり、図２（ａ）は、大梁が対向する仕口ブラケット
間のスパンより長い場合を、図２（ｂ）は、大梁の方が
幾分短い場合を示す。FIG. 2 is a side view for explaining an adjusting action of a span interval, FIG. 2 (a) shows a case where a girder is longer than a span between facing brackets, and FIG. 2 (b) shows a girder. The case is somewhat shorter.
【図３】スパン直交方向の位置決め調整作用の説明図で
ある。FIG. 3 is an explanatory diagram of a positioning adjustment action in a span orthogonal direction.
【図４】大梁仕口構造の変形例を示す斜視図である。FIG. 4 is a perspective view showing a modified example of a girder joint structure.
１０ 柱・大梁仕口ブラケット １１、３１ 接合端面 １３、２３ 支持板 １５ 傾斜辺（ガイド） １８、１８′嵌合孔 ２４ 停止片 ３０ 大梁 ３４、３４′ガイドピン 10 Column / Large Beam Connection Bracket 11, 31 Joining End Surface 13, 23 Support Plate 15 Inclined Side (Guide) 18, 18 'Fitting Hole 24 Stopping Piece 30 Large Beam 34, 34' Guide Pin
───────────────────────────────────────────────────── フロントページの続き (72)発明者 水津 育男 東京都新宿区津久戸町２番１号 株式会社 熊谷組東京本社内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Ikuo Mizutsu 2-1, Tsukudo-cho, Shinjuku-ku, Tokyo Kumagai Gumi Tokyo Head Office
Claims (2)
部が大梁側に傾斜した接合端面を有する大梁仕口構造で
あって、前記仕口ブラケットの上フランジには、前記大
梁の接合端面と摺接して大梁の位置ずれを修正可能なガ
イドが形成された上部支持板を大梁側に突設すると共
に、該上部支持板または、前記仕口ブラケットの下フラ
ンジから大梁側に突設した下部支持板のいずれかに嵌合
孔を穿設し、前記大梁の上フランジまたは下フランジの
いずれかの下面に設けられ、先端が前記仕口ブラケット
側に傾斜したガイドピンを前記嵌合孔に嵌入してなる大
梁仕口構造。1. A girder joint structure having an upper portion on a pillar / girder joint bracket side and a lower portion having a joint end surface inclined to the girder side, wherein an upper flange of the joint bracket has a joint end surface of the girder. An upper support plate on which a guide capable of correcting the displacement of the girder by sliding contact with the girder is formed on the girder side, and the upper support plate or a lower part protruding from the lower flange of the connection bracket to the girder side. A fitting pin is formed in one of the support plates, and a guide pin, which is provided on the lower surface of either the upper flange or the lower flange of the girder, and whose tip is inclined toward the joint bracket side, is fitted into the fitting hole. Large beam connection structure.
フランジを大梁と直交する方向から固定する停止片を設
けてなる請求項１記載の大梁仕口構造。2. The girder joint structure according to claim 1, wherein a stop piece for fixing the lower flange of the girder in a direction orthogonal to the girder is provided on the upper surface of the lower support plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP31950292A JP2962953B2 (en) | 1992-11-04 | 1992-11-04 | Large beam connection structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP31950292A JP2962953B2 (en) | 1992-11-04 | 1992-11-04 | Large beam connection structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH06146406A true JPH06146406A (en) | 1994-05-27 |
| JP2962953B2 JP2962953B2 (en) | 1999-10-12 |
Family
ID=18110943
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP31950292A Expired - Fee Related JP2962953B2 (en) | 1992-11-04 | 1992-11-04 | Large beam connection structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2962953B2 (en) |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002054268A (en) * | 2000-08-07 | 2002-02-20 | Kawasaki Heavy Ind Ltd | Joint structure of truss structure |
| WO2010062084A3 (en) * | 2008-11-26 | 2010-08-26 | 고려대학교 산학협력단 | Steel beam assembling machine using y-shaped connector for guidance and method of assembling steel beam using same |
| JP2016121494A (en) * | 2014-12-25 | 2016-07-07 | 戸田建設株式会社 | Beam joint jig for automatic work in iron frame construction and automatic plumbing method of an iron frame beam member |
| EP2998451A4 (en) * | 2013-05-14 | 2016-12-21 | Ind Metálicas Anro S L | Connection point for metal structures |
| KR20160149380A (en) * | 2015-06-17 | 2016-12-28 | 삼성물산 주식회사 | Connection structure of steel column and steel beam |
| CN108755957A (en) * | 2018-06-30 | 2018-11-06 | 浙江飞屋建筑科技有限公司 | A kind of quick fixation structure of steel construction |
| JP2019210599A (en) * | 2018-05-31 | 2019-12-12 | 太平電業株式会社 | Welding method of square steel pipes |
| CN111139932A (en) * | 2020-03-04 | 2020-05-12 | 广东华域重工有限公司 | High-pressure-bearing combined steel structure and welding method |
| KR102252648B1 (en) * | 2020-09-28 | 2021-05-17 | 서상호 | Structure Of Assemble For Steel Frame |
| CN115324362A (en) * | 2022-08-16 | 2022-11-11 | 广西天正钢结构有限公司 | High-stability steel structure air butt joint process |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB201718744D0 (en) | 2017-11-13 | 2017-12-27 | Univ College Dublin Nat Univ Ireland Dublin | Structural member |
-
1992
- 1992-11-04 JP JP31950292A patent/JP2962953B2/en not_active Expired - Fee Related
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002054268A (en) * | 2000-08-07 | 2002-02-20 | Kawasaki Heavy Ind Ltd | Joint structure of truss structure |
| WO2010062084A3 (en) * | 2008-11-26 | 2010-08-26 | 고려대학교 산학협력단 | Steel beam assembling machine using y-shaped connector for guidance and method of assembling steel beam using same |
| EP2998451A4 (en) * | 2013-05-14 | 2016-12-21 | Ind Metálicas Anro S L | Connection point for metal structures |
| JP2016121494A (en) * | 2014-12-25 | 2016-07-07 | 戸田建設株式会社 | Beam joint jig for automatic work in iron frame construction and automatic plumbing method of an iron frame beam member |
| KR20160149380A (en) * | 2015-06-17 | 2016-12-28 | 삼성물산 주식회사 | Connection structure of steel column and steel beam |
| JP2019210599A (en) * | 2018-05-31 | 2019-12-12 | 太平電業株式会社 | Welding method of square steel pipes |
| CN108755957A (en) * | 2018-06-30 | 2018-11-06 | 浙江飞屋建筑科技有限公司 | A kind of quick fixation structure of steel construction |
| CN111139932A (en) * | 2020-03-04 | 2020-05-12 | 广东华域重工有限公司 | High-pressure-bearing combined steel structure and welding method |
| KR102252648B1 (en) * | 2020-09-28 | 2021-05-17 | 서상호 | Structure Of Assemble For Steel Frame |
| CN115324362A (en) * | 2022-08-16 | 2022-11-11 | 广西天正钢结构有限公司 | High-stability steel structure air butt joint process |
| CN115324362B (en) * | 2022-08-16 | 2024-06-21 | 广西天正钢结构有限公司 | High-stability steel structure aerial butt joint process |
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| Publication number | Publication date |
|---|---|
| JP2962953B2 (en) | 1999-10-12 |
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